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Permit D98-0230 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCE
D98-023.O 12071 46th Ave. IJreamcraft Hi City of Tukwila ( ( : (aoa) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1200 Address: 12071 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: MJFHOI *092DA OCCUPANT OWNER CONTRACTOR CONTACT Signature: DREAMCRAFT HOMES 12071 46:AV S, TUKWILA WA 98178. DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98132 M.J F HOLDINGS INC 215."E MEEKER, KENT WA 98032 VICKIE MARTIN . Print Name:___VlCA1'P DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: Streams: End Time: Fill: End Time D98 -0230 ISSUED 12/08/1998 06/06/1999 DWELLING 1994 N/A .0 Phone: 253 859 -9697 Phone: 253 259 -9697 Phone: 253- 859 -9697 215'E MEEKER, KENT WA 98032. ** * * * * * * * * * ** sic***************************************** * * * * * * * *.* * * * * * *, * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1,393 SQ FT SINGLE FAMILY, RESIDENCE WITH A 420 SQ FT ATTACHED GARAGE. PUBLIC. WORKS ACTIVITIES INCLUDE: ACCESS, SANITARY SIDE SEWER STORM DRAINAGE, . AND 3/4 " .PERM. WATER METER ************************* yi*****.************************* * * * *, * * * * * * * * *. *' * * * * * * * * * * * * ** Construction Valuation: $ 111,014.19 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) , Eng. Appr: TKF Curb Cut /Acces /Sidewalk /CSS: Y • Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N 'Start Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Public: Storm Drainage: Y Street Use: N Water Main Extension: . . N Private: N Public: N ***************************************************** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 9,217.46 *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * */ ************* * * * * * * * * * * * * ** * * * * * *. ** * * * * * * ** Permit Center Authorized Signature: / ./' _ 1/ Date: ( 2--J O ' r Size(in): .00 I hereby'certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development pertmit. Date: r This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 12071 46 AV S: Permit No: •098-02:30 Suite: Tenant: Status: ISSUED 'Type: DEVPERM Applied: 06/30/1998 Parcel #: 334740-1200 Issued: 12/08/1998 Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or. Engineer andthejukyieBuilding Division. , 2. Plumbing permits shal„1„ Seattle-King County Department.pfpyblte Health. Plumbing will be 'inspected by that agency including all gas (296-4722). 3. Electrical perMits Obtafned ,esjynoton State Division of Labor and Industries andallfeleetrical work will be Ospeoted by that egenOY48-463D)..,.- 4. All mechanical kirk shall be under separetej)e6 by the City J. All pepmits, inspection records. and approved plansshall r avaitableat the job stte ta'the start ofqeny4...6n7 • • structlonhese documents re to be maintainedand-MYail able inspection appr is granted. - 6. Any backing material shall have a*...fjame Spr Rating 0f 2 0 ,5'. and W4 bear fdenti'A showInge,firerforOiice .ratIng thereo. (w) 7. AllonstrUctAoh aPPOveAL' andreqUie!!)e'hts'ofii0t Umfforiii Code g Edfeionis iMen0e4,-(10forMMechiini'cal C (1997'Cdditfi*), and Washington State Energy Code (1997 Edition). grA 8. Validity OfPermit. or ap:prOyariofifjj plan*, Specifi and compUtatAeins' • strued to,hea',permit for, or an .0P6541-0f,anvviol40one of any\oftle provisions of the;butl'di.ng'Acodeor,Of any otherdinance of the jurisdicOon. No perOthresuMing20 give authority to violate or cantel-,the',proyWons of th code shall ' 9. There shall benO:'occiipency of the building(s) until tjie final inspection- has been'completed,bythe Tukw414'BulAf'ding 10. Notify the 01r-„of Tukwila'pullOng0:4vision prior:-to' placing placing any concrete. Thispr4edus*''Is in ad044 any requirements for.,s:ge:cjel inspection. 11. The storm drainage"OekAownstrealp„....0-40400scharge will not function 'un-less is in place. Individual lot owners will 15 by the City to install the portion of the system associated with their lot. Applicant proceeds at their own risk, as the storm drainage, system construction sequence is determined by individual lot owners. The City will not install the storm drainage improvement identified on the plan dated 2-18-97 and . approved on 4-23-98. If applicant desires to complete any or all of the, storm drainage system the City will issue a separate permit for work in the right-of-way or on an adjoining lot if easements are secured from the lot owner. 12. The sidewalks shall be installed per plan dated 2-18-97 and approved on 4-23-98. Any curb cut access shall be done per City of Tukwila's Standards. 13. All conditions associated with BLA L96-0077 shall apply to this permit. 14. Temporary erosion control measures shall be implemented as ' the first order of business to prevent sedimentation off - site or into 'existing storm drainage facilities. 15. The site shall have permanent erosion control measures i.n place as soon as possible after final grading has been completed and prior to the Final Inspection. 16. Driveway width shall be a 10' minimum and 20' maximum. 'Slope' shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. Driveway shall be paved within 30' right -of -way. 17. Hauling . over 5Q cy. shall require application for a Hauli :ng.• Permit prior to any associated activity. 18. New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated. to a minimum, of.:,o.n,e, foor above the level .:. . base flood elevation (7100 vear).F, i All buildings wi 1 l Nbe,.const "ructed and cer tl e.d as built at . ' or above e1 eve ti o, h°own approved storm dr$'. nAage plan dated •2- 18- 97,;;; nd "approved4 or? 7)4 8 (NGV Datum929) eas B 19. Enclosed ar<:•below low`es } t''f�loorrti sh�a l lie des� to a.utomaticailly`eau'ai ze,_ s . hydrosta .tic A'ni of two opp -ing .. having a net "area of 'no't . - less than.. one square inch for e ,foo ,of enclosed area . ubll� ,� ,,c.t . ;t.o f1o;odsthg shall be s ; wi l th the ott r of 'all . open ings°' no higher ;one" ;fo,ot above. grade.: '. + fay Open i.ri,g:. may be esq.0 i p,0ik. with' screens, • louvers t or °04••,:.' coverings or , provided that they permit the automa entr..v', 'exit ,:;of ,.f 1o,odwaters. ' 4'" /j iF • { a . Ansl or i ny -A1 1 new ,construct ",f o ,d•� n and i a l i mpr ov� sh emen t�, : at l.r.'be anchored td. : :;preven f °c ;` o.i lapse, or, later a1,'" ` •, 0;6:m en of the •s.ttr,ucture . i t ..' •. 1 1. t, f 21 . Land . Al ter .inq; (,,gra,d,i ng) .ta'<'b rp e ca i ed r cut i.n accordance • t 6 0 plan da te - d '2 1,8 =97 and approved, bn 4; -43 -95 .. . 22. Down'spo�uts', driveway , pat�ia} �arnd drainage from other ;al:' impervious sh•a) be c'o'l..1ecte,d' <:,i'n- an` "on -sito s,tr�om` dra�iri, system Dr ai`n's , u sha°ll he " , . . 4," mitt d'i`am PVC schedule , ,40: corregated poly etitalvn . p . i . pe . with a; s' mooth .interior" wall. NO ADS - flex .pipe Drair s be id'1 t a mini'mum. 1,% slo,pe.for gravity discharge` ;. on S @< .approved by'.Publ"i.c Works Dept. F`,Downspouts 'shall not connec Ito footing drains: ;. and � down p o. suts may shar2'e a sing`le? ,discharge pipe downstt'eam of t the lows t footing . //," • drain. (Ord ,. ,•'. �': J f i .. K` f , 2'3. The City o.f Tu kwila has *an , � inance r equir'rin9.. the Power, `an ° d "cable • service ,l hies "lie underground f,i.om the point on , the pole to the house. i t , . ! ( 9� } - 24-, The applicant niustrtionrme 'tt &.city the ,c,ity. 1. $.1:∎:,C�tor at 206 -433 -0179 upon ` and comp..1 qnr :of work at least 24 hours in adva e 'r,All ,iO3p' t,.i'pK• y requests for utility work must also be ii a`tif =tours i'n •advance . }ATER METER SUPPLEMENT : \ DEVELOPMENT PERMIT 2 \ Applied &te. ,06/30/1'998 Issued §pate: \ \`1 /O8 /1 §9S Permit No: Status: Site Address Location: ?CViiD tot ees: ^ \i In t /l. /DtRos it ./: y>� := Add \1 \f %E}: de'po 1 t: la n.. e te4 \F e \. . I!n /pe j a,! \Kee \< Water :T = O ' e Spec l Ase ».re q {her §6 \ n PUBLIC WORKVENGINEER ' ; PPROV : Project Name/Tenant: Type of work: ew Single - Family Residence ❑ Addition - Single- Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Cls7 li tio r I 0.,/‘/- G/ Site Address: �1 r,,�, ✓t C � r "f w `� Huey S �i itY Stale /Zip: TN( 3N q �1 v _ 1 Parcel Number: 9 c - LN Property Owner: Q ( i - 4-lunnes Phone: 3) %'tq - G. (Du7 Street Address: City State /Zip: 3l t Ake e k ear-, lPj tAVA aho3a Fax #� �� - 5 �� �rVJ Contractor: VO3F liekikh ITV • Phone: ) 8' t —C l (n C4 Street Address: City State /Zip: 5 E Me e.k ef 14(4- WA- C1 i;03 a Fax #: :.3) ?1-3-1 - 'sue, Architect: n 1A Phone: -- __. Street Address: City State /Zip: Fax #: Engineer. � n 'S o x i A soc ' (�,.. R Phone: dam) (0 3) = 5353 , Street Address: City State /Zip: .3c 9.1 l h IPA-- SE, e / 1 % # U R q U - 5 au Fax #: ( a 5 . > (03 I - 5`5 ) Contact Person: U l<v YYlc�r-`ti n P one: t - q lb ca Street Address: • City State /Zip: at 5 e Mee ke,r- • 14%-t+ t.l )I\ q$0-3a- Fax #: (263) -I - 5aos Description of work to be done: f furiALyi ' w cons -Lx.ci CV 1 S� • ties CL `W. Type of work: ew Single - Family Residence ❑ Addition - Single- Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: I ?A ."_) sq. ft. Dwelling • sq. ft. Covered Deck(s) L . :7C sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) T1 1-1 1'51 *For an Accessory dwelling, provide the following: • Lot'area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. /G/3 (:II 1 Y Ut- TUK WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 1.111111111/attaMlifitgailei:1401.1 Project( aber: i 5Pdrmit Nuiribert Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. q''''' •., APPLICANT' REQUEST FOR. PUBLIC• WORKS: SITE /CIVIL PLAN REVIEW,:OFTHE'FOLL IOWNG:?' )'. Addl lbnal;reviews shall' be '.fhe'Pukillc Works =be . artment ' ` : ^-,,.,. 1' +A; ❑ Channelization /Striping RI Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑' Sewer Main Extension 0 Private 0 Public R .r Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public cQ Water Meter /Permanent # / ' Size(s): /y " ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Apollo ion taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNER.OR+AUTHORIZEIYAGENT :: , : ,:-.,:,I,, ,, , - . ,,,, , .. „ ;; ,. ,;,;,:':,,< > •, .;, 4At}.1, rrt,a_, ._ Signature: - ` \., t ∎\ • p y ( I(4 •1p. ' I�r l) -c■.ti . 1 -1:. • -) Date: I 3ciC?: Print name: - C l l c v I.) c 'v m Phone :� r ,�_� s� 0 1 1 ft - Fa #; A 5 zia. cat_ Address: .) i ` City /State /Zip: I -Coh , Gt (. 1 1.) • I . _ Ic r • ►r • •Irr DRAWINGS PREPARED BY A Rr 1ISTERED ARCHITECT OR PROFE'" ;NAL ENGINEER MAY BE REQUIRED BY TH BUILDING t�,. -ICIAL y b.w.rr y ..1� ,.� t ALL DR S'STI4L -11E AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED SUBMITTED ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. • 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). I ❑ Foundation plan and details 3 ❑ Floor plan 3 ❑ Roof plan 1 ❑ Building elevations (all views) 3 ❑ Building height ❑ Building cross - section 1 ❑ Structural framing plans and details necessary to completely describe construction I ❑ ' Washington. State Energy Code Data (Gas/Electric/Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. I ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. 1 ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Build ing,Owner /Authorized,Agent , If the applicant is other thRn,l e;o yne registered,archltecbengipeer or Epnt ao1gl*IIC 0 by the State;of Washington,a nolerked from the property W� �er,r�ut , rilIngthe agent to sub It this?po )4rm f �tend '' obtain the'permit will ba'lrequfred as'part'of thls.subinittal ' q o,�;r��`.� 5 k c � 1►� : ,, ! HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 : :Proj:ect=Name • '10/O39; Address / - Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized FINALAPP.FRM Fire Department µy S !2 r • TUKWILA FIRE DEPARTMENT m .. FINAL APPROVAL FORM - - Rev. 2/19/98 Permit • D recriel-on CRd fri /_/p,71eS: zo - 2041 � 17-as/ . -_.._ John W.' Rants Thomas P. Keefe; FiriChief . D96-0401. r 98— ►us 0 oZ33: e— 2Og ►=ye z / 1,4e 1,4e - c...7 0Z:` � b hp _ 07.32. (.*6- •i3 No. b 9 & - 02 09e U�29 ,.98- ()a/ ()a/ O9A- a /7a �d l c 7 t �p'7 /24)'79 I /7oB0 Ty S• Suite '# Dat /5‘ • T.F'. Form F.P..85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188. • Phone:"(206): 57$4404 :'- Fav (206) 575 I TOTAL 25490: 42 P AM - 4 , 77IMM7 *** * * * * ** * * *A* * * *A * * * *4- * * *A*{ ***• 4•****** *k * * *4 * * *-A * *.L * * * * *AM * *ie, :' CITY OF TUKWILA, WA TRANSMIT ***• A**.k********** kA k****** ok***"***** *,% * *•* ** *. 1'•k * * * * k * * * * * * *4 #. * ** TRANSMIT Number: RS700879 Amount: 12,569.75 .12/08/98 'I3:43.. Payment Method: CHECK Notation: DKEAMCFiAr'T HOMES Irt:it. F3LH Permit No D'48- 0.230 Type: DEVF'ERM DEVELOPMENT .PLRMIT . Parcel . No: 334740 -1200 Site Address: 1.2071 46 AV S.. Total Feet: 13.18.3.46 . This Payment 12,569.75 Total ALL Pmts: 13;.185.46 Balance: .00 * * * * * *A * *t *A * *, *ik** * *, * * * * * * * *, ** *** *d * * *.1 * * ** *1+, ** *;.*4**A *•A Account Code 37escr Amount 000/322.100 8U1LOI3'4Ci - RES 989..25 000/345.8::30 PLAN CHECK - u Y 20.00. 000/345.830 PUN CHECK WATER METER 10.00, 000/386.904 3'rATE BUILDING •SURCHARGC`. 4.50 000/342.400 INSP FEE UTILITY 15;.00. 412/342.400 INSP FE - STORM DRAIN 15.00 402/342.400 1NSP FEE - SME /SSS. 20.00 401/3801.102 WATER CONNECTION 60.00,.,`, 401./386.520 WATER INSTALLATION (DEP) 150.00 401/342.400 WATER INSPECTION FEE 15.00 401./343.405 WATER TURN -ON FEE 25.00 401. ;388. 104 WATER ASG3ESS- ALL.LNI OWU 3,960.00 402. 388. 1.04 SEWER ASSESS - ALLENTOWN 7,278.00 3:' 6 L 12/09 9717. *“ 40* 4Ah.* A*.* AA. 8A* A*** AA: k: hkS.*h *k *** *A *:tA * •k :4 :1 ;1" *`•h*•h ..h 4k, *A, *•1. CITY Ur TIi K�!],LA >iiA TRANSSMJ,.i. * * * * A :4** * *A **A# *Ak * *A** +** A4c l*.:.**kk: 44** Ak*. A* *•kA•,•k:1 *•h:4• * * **0s?44 TRANSMIT: Number: R Amount: .. , 61 7i qc /30/98 aY,,ment i4ethodr CHLCK •: notation: DREAMCRAFT HOMES' TrtiteI3LH Permit Na:' D983= 0230 .Tv.oe: DEYPERM DEVELOPMENT PERMIT Parcel No:-334740-12 'Site Address: 120,:9.46 '1W Total Fees. 14567. :46 Th i r Payment 61 .,71 Total ALL Pmts 615.711. 11.al ante «' ?51. 75 k* A A*,v1,* •k*i* * *A * *AA1,4,1,,4,t4AA.A.,S • ,N**, 1* * * *4*0* *•+l * "4*,4,AAA*Ai; i1: * .. Account Code. Description '. H bunt 000/345.830 PLAN CHECK .: RE5. :615.74 Project: /" ice /WC �� Type of Ins Ion: e Addre s: Date cal Specia instructions: " . Date wanted; _& ,... Requester: Phone: J INSPECTION RECOIL Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Dpg-ar) PERMIT NO. (206)431-3670 Corrections required prior to approval. $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Project: � f l cr-o p ( ! n (J Type of Inspectio / / W ss : it' .Date called: Special instructions: Date wanted: �p ca,m....; ? p.m. Requester: (� 1 P e ei. 697 --U 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. INSPECTION RECOR Retain a copy with permit 6300 Southcentgr BIvc 9818 1�iY12)3 0 PERMIT NO. (206)43 -370 - 44 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: a Receipt No: Date: • Pro ect: Type of Inspection. � �� Addddddress: 1 - 71 LP rr. So. Date called: Ci( /7q Special instructions: to t g Date wanted: r r( � � // a. . .m. Requester: D Phone: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Q Retain a copy with permit ^��� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: 99 P W CL.;.i. • Inspector: 6v Corrections re ired prior to approval. Date: bi i +( 1y E] $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P- 1J 11C�` Type of ec 'on:---- v\Y fit Address: I DU71 U U Au S Date called• -'21 _q Special instructions: Date wanted: P a.m. P.m. Requester. Phone: 2° 3 ‘ • 44 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD" Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: qop -FLAA-0 Inspector: Date: 61 J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: n / 5 /.91y9 J`•(/-A -00 /1if' ho- . 517 .�.c� -( L� 7`U 60l 4 -7 k'l (pi 5 �(7 / /. F edDate / ,,e d 1�4M age �c.�, Ca / __,,cc t ? P " . 4 1 , P r , (, • ■1 Re �e °5 q` `.e I P6o6: (6 \ . q 0. (3035 () lu /J y-?-P., 0 " L a � f lb . l 1A „ci ofl r �- y 4 5/257 ( C 4 6 w (49.41 A i? ” /A ,25i J r' »z. u.�.J.7 7I , P /Jr t, `` i /L / ! - 4.60 �.. (14. 4. ! Aim,;-, c-, 1 0 {ect: Type of Inspection: cr edDate / ed ins tru 'o p I e cth_ s: tc ' &Able �,y� t.�c� II) Date want d: a.m. 8a' p.m. Re �e °5 q` `.e I P6o6: (6 \ . q 0. (3035 INSPECTION RECOI( Retain a copy with permit INSPtCTION NO. CITY OF TUKWILA BUILDING DIVISION 6300,Southcenter #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Correct' s required prior to approval. Inspector: 6 .Q Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: lie (whip azpnr_az• ( e of s cti� �^ T Yp is d"!. 7 Address �., , ! Date Vaw9 Special ifI instructions: arna cze Date wrgl 4 9;9 t� RequesQ c 650 ) &21c1 -a s INSPECTION RECO r!rz . ;r r ^P*it�,.r:r.*,w. n c -, .,; 7'tw 1- 3.:r.:- N.•.f+� _ ,; R O — O. Retain a copy with perhrrt PERMIT NO. r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 )670 Approved per applicable codes. Corr ctions required prior to approval. & o . v)(, /d6b1 / 7/ '1b/ 5) COMMENTS: 67,9 f'qy 54 - t.54 walk f7li Gov -. Inspector: Date: 51207 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ject: in l'"�. a 4S TYPe of I . o : r t' V e s ol I— ct \ "S� Date call e : c ►a instructions: T C Dateyk rd: cif Special a.m. Rear: tba W1c - 1 1S INSPECTION NO. INSPECTION RECc)' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: Inspector: Date: /Ai Date: El $ .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 Approved per applicable codes. 0 Correcti ins required prior to approval. COMMENTS: Type of Inspection: Ail 5 ill / C r orAt-e ( to` Date called: 0 e_4-1 , J244 (r 1; s TZA. , Ai TA.L'i Date wanted: fg 4 a.m. p.m. / -,‘' ,srld a if / s Igo GP Plik,v Phone: a..# fro 6," I f " "( 4 , (.4AA.4 7) it-d(Ake 144* 5 uile :--. -"' c i 1 4 - 0 i . •,. Ito f 1 Al V tki" /5 "14 w/ t e al< Project: Th, .1)Jl QA*AJJt Type of Inspection: Ail 5 Address: I 0-07( 14o 0-k4 S c. Date called: Special instructions: ,..# Lor . Date wanted: fg 4 a.m. p.m. Requester: VOA (tiA/WQAXPL Phone: INSPECTION RECORD O ul f \ AO C191-.32) Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)43 3670 Approved per applicable codes. ri C rrections required prior to approval. Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,' • • ..{., Proje r: l % 4 T kv, y of ns lion: 1 1 oard Av / //✓ Add ess: 5 /7 7/ b/- i Ike Date called: , .. x { 9/99 _, :Special instructions: �,' Date wanted: / ra.m,) p.m. f eh / / ifeJ ex / e f 7 'e Requester: / fix Phon 6, : 79,0© kSr' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECO Retain a copy with pe ?mi PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: D $47.�EIN-SPEGTION E REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blv4., Suite 100.' Call to schedule reinspection. Receipt No: Date: i ect: Ci 1 -Ct �C � raffr l..or S T o n tion: U7. � rlf I rz si + q A `� Date cal led: Special instructions: Date wanted:�f _1_99 �R q e e&.�� [ lU f_ 1r 5 INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. fe-V2-3 Project: 7 , Type of Inspection: <. Address: / LDS s /A7/ Y6 Date called: S 3 � Special instructions: Date wanted: �j 3 i ! q a.m. p.rrt. Requ er• /;�/ G Phone: v- . --nom- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -310 COMMENTS: Approved per applicable codes. CQrrre ions required prior to approval. `l Inspector: thv Date: ,F / 3 0 7 , El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj t: 6..../r Type of Inspecti : Address: i/t1 1 4(0 - 1\ Date called. / Special instructions: L OT— / Date w nted: a.m. V3D/79 p.m. Re ester: or.// ,d'il.p., hone: °t 0 Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D i $3 -0=30 PERMIT NO. 06)431 -3670 COMMENTS: 1 31 / 9 - ' I^► j 11 A P W 0 </ Of Corrections required prior to approval. Inspector: GU Date: $47.00 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: r Date: .'" Pr le t -� V - r Typ f Insspe Y r 5 t - v D ail -- 9 9q Special instructions: Dat5ante -619 6....„) o P.m. Re es •r: Al ' P a/ o(0 -(Mg -O Approved per applicable codes. INSPECTION REC Retain a copy with pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: 0 $47. TREINSPECTIOrKEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sputhcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Pr je�C Typ In ection: • LZf Vic A� / Date t�l led la" Special instructions: • Date Yyaante,4: o Req st P (4 INSPECTION REC Retain a copy with peJn INSPECTION NO PERMIT NO., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. $47.00 RO EINSPECTI ' N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: D �� ` i _ Type of Inspection: Address: ( -7 ( 46 Date called: � f' 9 Special instructions: / ` 1-- s Date wanted: � U/9f a.m. P.m. Requester: Phone: INSPECTION RECO Retain a copy with pernn INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (2r06)4314670 COMMENTS: a Approved per applicable codes. Co' ections required prior to approval. Inspector: Date: i 2,1 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ne (*own Type of I ilsg3igi-- V N.)Ct ( 11rC) Address:„ , 4--( Pcv S Date called: • instructions: Special Date wanted: 1 1 P.m. Requ x Pe: 114 0 ) c -as '• ■ INSPECTION NO. INSPECTION RECO Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila, WA 98188 ;••• , 4.1 D9B-023C PERMIT NO. (206)431-3670 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 5/4.0-z A442,4,,A_6 63w__ ,t9ep.e 5/-/44-67-d $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' .• COMMENTS: Type of inspection: Y i Vfr f 6, - .. - ... - tA.,. !..., / JIL, A.'. / / ( »-Q,' S c. 1 76 w, A I, �l y '. Requester: . Phone No.: Lr)t 'i /2. t 8 , 72) * i,t. y ' W - / C b ` , 1.--o? - 4 / 72 ,02),_ 7'a �i/oci i rviiiip / /` ` 6 - i'/ 0 , , 0 /or 7 p y.ie weiv CA.j /j^, - 71) ac.a(/'' '' Pri �.e,Q) c d . /a r6 fig i s a 614 Project: ;A Type of inspection: Address I LIG Date called: / / Special instructions: tot C Date wanted: I, �l y a.m. P.m. Requester: . Phone No.: r ^ . ±ar.!'a."„2+"K INSPECTION RECf 'D Retain a copy with s , mit I I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (266) 431 -3670 Corrections required prior to approval. Inspector: 5 f:'u -� `� T LJAX`gi %LL.G+� GA-VV)-2 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be'paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: Project: �� ^� � -" ,uN Ul.�t Type of inspection: V) 14/1 p Y 3 l� A re 0 Itb L � Date called: I t, 0i f Date wanted: /I 19/0 a.m.. p.m. Special instructions: Requester: Phone No.: INSPECTION RECORD rjs Retain a copy with permD9 - 0?-3 0 / PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 INSPECTION NO. Approved per applicable codes. COMMENTS: Inspector: P ‘ Gu.u ¢ i L.0-K4urt;t nn _ n.PJiX14 n V Corrections required prior to approval. 7 Date: a Lo c" t ,—� W f" o , , , f , 1 • p f out.4,4 i I r 12/1- 10' {NCxtl o 0 5fiMic, .111514 1,1 . ,p v.,2 - 9 (L Sik A AgAlod - t.: - w x94 I a w (.C �5 dit V7 $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ' Date: • --,- • ' ' ' ect: Ty Inspection: Address: P —u\ �� 5 Dat �cal led I / 22( Cr Special instructions: } Date wanted'rr / / I�oZ /�� �'� .m. Requester: le Phone: : q ov qr INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CA- PERMIT NO. (206)431 -3670 • Corrections required prior fokapproval. t: COMMENTS: / - C- Ld.t44-a - eA 4 0//0/11 5O 17 ij f ,r-e Ca.4 �t���l.�t D a i l� , y,•vJ. `{e 17-6 7/ a) !_,evT.` -amt pd .,0TH dta c.v4 't. Inspector: Date: l ? $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .� Aoj t: Type f Inspec ion: .w A e R e t444 CYR- ( Dat al led:1 f l / ! Special instructions: /` L °1 /�rn S Date ted: � ��� �� p.m. Request • ((( at;,,�,�, Ph /'.616:7. 5 7 0 -- 72' INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: J Approved per applicable codes. INSPECTION RECO() Retain a copy with permit t1Yr-v23D PERMIT'NO. (206)431 -3670, Corrections required prior to approval. 704', $47.01) R 'FINSPECTIOt EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project, Type of inspection: �s 5 Address: 17A - 71 4 -(`1 1 A:..5,,, Date called: /- /5 -.... ? Special instructions: Date wanted: 11 ,� , , a.m. p.m. Requester: h / _ �ltlG�f Phone No.: 3/06 - -5 - 3 98 9 Approved per applicable codes. INSPECTION RECORD Retain a copy with perm! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I] Corrections required prior to approval. COMMENTS: .///67 hei (41 14(Cou/dLerkt fr c� • Std @ • . 14 07 7 aye fi/c Inspector: Date: f / f / r I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 So Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO. (206) 431 -3670 Project:A i LEA /din a Type of inspe ion: Address: � / lb -. s Date calle Z - ec structions: ,, p4 Date wanted: 2 a. Requester: n� Phone No.: `Sri —la2/0 reproved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspecto INSPECTION RE D Retain a copy with p *mit Date: be to oz PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ' / $42.0 REINSPEC • FEE REQUIRED. Prior to inspection, fe must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Project: `' Dn., imc,Avt Type of inspecti,c U „ Ja t»i Addres ! qi A0e- Date called: 98/ Special uc Ions: Date wanted: /Z S P , CAD/ p.m. Requester P one o N B 510 —"7a D "•. }kSs= • .' c�rc_ f %"''x?%T`= + >�'fx, ., .p.��F INSPECTION RED Retain a copy with mit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 YWI,?3 PERMIT NO. (206) 431 -3670 COMMENTS: / U � - / , 4/4.1 c4e,,-/ a s Py S r-t1 /6,0 ( - i -"A (4 . ,OPa4 / j /oor-e i r4. at S / 74 4( / 91-,11.4.;.4 /9",(Pr 944_, S , % /J )-4,9.4.4 Try, lJ� Gc PU fie% 4 r G . / �r 4,., V Inspector: I Approved per applicable codes. Corrections required prior to approval. $42.00 REINSPECT' • FEE REQUIRED. Prior to inspection, fee flilist be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No,: Date: nvmpIrktiemoramornm , t , r's -- 4,AtrkT- 4 - 74 9 , arrTgrizTivstogrAmWswiaml City of Tukwila Fire Department TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM " • • 4 4.• ' • 4 Thomas P. Keefe, Fire Chief Permit No.. b - '2 Project Name i-e • - 1 4 3^ Address 2 (-I th). Suite Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: /101644.•■■• Authorized Signa re 'INALAPP.FRM John W. Rants, Mayor / 2P/ Date Rev. 2/19/98 T.F.D. Form F.. 85 • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57S-4439 NEM DATE CLIENT REFERENCE : BLDG DEPT : PRIMIL ( .3 A t3 VQ-e. c L - r gotites /\L.L &rJ TOwN NOTE: FORMAL REPORT WILL FOLLOW AT COMPLETION OF INSPECTIONS H eANA tt_L. c»N DQct ) 1eS` s i.1 'C 4e c J5i. cep i TEL cog- l.Q-r S tEl p,N D ec t c_f_usMc—o 12 K - PP&&r c-0 a Ds t ,.J w t 7 J. ■• l t M A L_ G*T"? Wi t-%.€ J T w 014 tA- cAO 59 Ati hAtrJOR- sCci 59OT5 ( DA C. HEM" I P.E / REGISTERE u ENGINEER NO. 4777 STATE of WASHINGTON CONSULTING ENGINEERS INC. 199 )(9 19CN PROJECT NO. 235 - PERMIT NO. Expiiiiiiironunn ?e;] 4041 WEST LAKE SAMMAMISH PARKWAY SE • BELLEVUE WA 98008 • (452) 644 1080 z ca u 0 _; r am _; I L j CONSULTING ENGINEERS INC. DATE it i A 199'9 i9c:e� PROJECT NO. 235 -13 CLIENT DR-e.AKC -R- CT fs REFERENCE : A &QTD w N BLDG DEPT : - c't9Kw ILA NOTE: FORMAL REPORT WILL FOLLOW AT COMPLETION OF INSPECTIONS H EM P k.3 tut_ coo Duct , resTS op-.1 1 PLAc AT 'port 'JG Lc>c -4'1 t S V-014- uvrs � c., .4.t � IO , D V EL?(s^t�p i 1ArT THE c-R.v514e0 R ocic- eAlo S�? PP tr biAS EKC Q 0)C- "Low 1' 411 rrt M l N (M A L ScETTL�1 -lam t� T w l T' t� R.AJJ (DC ,a wocZA V STP0eru2 . r6. [ u , -)G5 c-,t.) s9,403 MtrooR -- T ggoTS • ( DA C. HEM P.E REGISTERE u ENGINEER NO. 14777 STATE of WASHINGTON 4041 WEST LAKE SAMMAMISH PARKWAY SE • BELLEVUE WA 98008 • (452) 6441080 ` E %1c1E3 11 rcon'Jnnv "J PERMIT NO. • . . . . . • .. • PROJECT NUMBER 2359 CLIENT ATTENTION REFERENCE SUBJECT HEM HALL CONSULTING ENGINEERS : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 20 May 1999 page 1 of 6 pages : Bill Babb : Allentown Development along 46 Avenue S, Tukwila : Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the OBSERVATIONS The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing loads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 - 643 -3429 dchemphill @msn.com The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down. The waves accelerate to a SEISMIC COEFFICIENT for DESIGN PURPOSES The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of, VII or greater. The average seismic coefficient presented for a Zone PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. : PROJECT NUMBER 2359 Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. 20 May 1999 page 3 of 6 pages is not the case at this site. The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft\sec \sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building loads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. r ; rR ErMti PROJECT NUMBER 2359 That bond between the grains can be lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy load is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they LIQUEFACTION Another condition that occurs within loose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the 20 May 1999 page 4 of 6 pages remain relatively loose. If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. 20 May 1999 page 5 of 6 pages CONCLUSIONS the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. HEIVEPEEIbiti • C Because the groundwater is fairly deep, there could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. Dale C. Hemphill P.E. Registered Engineer No. 14777 State of Washington PROJECT NUMBER 2359 20 May 1999 . , . ... • . . , • • • •' • • . • page 6 of 6 pages HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. ITIMPIEPEREla PACIFIC NOAT4WFS T TITLE COKDART OP I01,9H =!K Tee, =ft Third AvenUe, Suite MOO Seattle, Weehir►gtoat 91107. (206)622 -1040 TO: Re /MAN 16201 Renton, Washington 66 55 Attn: Tim Burkhardt pacific Northwest Tit e 116 Waekiigtoa Ave. )i Rent, Washington 9003 Attar Jean /63040930 Dreamcraft 612 E. Meeker St. Rent, Washington 59032 Attn.: Mike lillieldiggINTAL TITLE REPORT +� stecept as to the mattes property covered by th. Dated as of May 19, 1916 at 'nt ,1.0 i1 1MNd NV6E :8 = 98-8 -8 INC. Your Reg. NO., Dreemarege seller: 1C1ihker Corporation mortgagor /Purser' Dreanoraft Cur Order No.: 240700 Supplemental No.: 3 The following matters effe.tt r.Gs property covered by this order: The legal description las Lots 1 through ii, inclusive and Lots 25 and 26, CSty of TawiLa sowsdarY Line Adjustment go. L66 -0077, recorded under Recording Nuetbers 9801050569 and 9101120617, betag a portion ofl been amended to read as follows: Lots 35 through 39, in lusive, and Lots 42 through e0 inclusive, Block 5, and Lots 13 • d 14, Block 6, plat of C.D. iillman's Meadow Gardens Additdon to the, City of Seattle, Division wo_ 1, according to the plat thereof re rdsdl as volume 12 of plats, papa■ C4, in Xing county, Washing& • ; reported hereiaeheve, the title to the s order has LOT bean re- examined. 8:00 a.m. PACIFIC NORTEWEST TITLE COMM by: Mike Sharkey Title Officer 111 IN 31413Ve1CWl IVED JUN 9 0 1998 PERMIT CENTER JJS /tkf C: City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering DATE: July 23, 1998 SUBJECT: Dreamcraft Homes - SFR 12071 - 46 Ave S Permit Number: D98 -0230 Contact Person: Vickie Martin Phone: (253) 859 -9697 NOTIFICATION OF UTILITY PERMIT ACTION THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 23,1998: Allentown Water Connection Fee Allentown Sewer Connection Fee Access Sanitary Side Sewer 3/4" Perm. Water Meter Storm Drainage CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE 3,968.00 7,278.00 25.00 20.00 260.00 25.00 TOTAL: $11,576.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4131366. To: Dave Gr ' e Date: M , 18, 1999 Title: From: A ice Deacy Company: Water Dept Title: Administrative Clerk Dept: Division: Engineering •• TRANSMISSION RESULT REPORT (~ (MAY 18 '99 O4 :04PM) TUKWI'H DCD /PW THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 060 MEMORY TX 9 *- 5753404 05/05 OK Fax Number: 575 - 3404 Message/ Comments ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION City of Tukwila Public Works Department/Engineering Division FAX TRANSMITTAL Fax Number: (206) 431 -3665 Dreamcraft Homes 12071 46th Ave. Snuth Total 0 of pages transmitted, including this cover sheet: ent by S (initials): AD (AUTO) Subject: ACTIVITY NUMBER: D98 -0230 DATE: 6 -30 -98 PROJECT NAME: DREAMCRAFT HOMES XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued DEPARTMENTS: �- B Divisio % EK lik P c orks bu 1' i DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: , 7 -7 -98 Complete Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route Approved E \PR- ROUTE.DOC 6/98 PLAN REVIEW /ROUTI SLIP NO g F�ir/eI Prevention Structural Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Pla i 1 nin CC) Division t� i- r7 Permit Coordinator Not Applicable No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -4-98 Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE:. Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: